Summary for Test 2024-05-24-30-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995450 DEA: 09368004 EFIS: 0917000011 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-91.6/93.4 |
| Award Date | 02/29/2024 |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT (TYPE A), RAIL ELEMENT WALL, AND ROADWAY EXCAVATION. |
| Location Description | MONO COUNTY ABOUT 16 MILES NORTH OF BRIDGEPORT FROM BURCHAM FLAT ROAD TO 0.3 MILE SOUTH OF ROUTE 108 |
| QA Service Level | 1 (Verified on 01/18/2024) |
Sample Information
| Sample Taken Date | 05/24/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/24/2024 |
| Sample type | Acceptance | A brief description of the sample | 3" Minus Backfill |
| The quantity of what the sample constitutes | 1 Bag of Structrual Backfill | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Mark | Last name of sampler or witnessed by | Mahoney |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 3924 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Papich Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 00-00-0000 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile at Job Site | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-05-24-30
DIME Test ID: 2024-05-24-30-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-06-04
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/04/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5865.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 243.0 grams | 96 % | |||||
| 715.0 grams | 88 % | |||||
| 841.0 grams | 86 % | |||||
| 1142.0 grams | 81 % | |||||
| 1336.0 grams | 77 % | |||||
| 1908.0 grams | 67 % | |||||
| 517 grams | ||||||
| 67.0 grams | 58 % | |||||
| 148.0 grams | 48 % | |||||
| 223.0 grams | 38 % | |||||
| 289.0 grams | 30 % | |||||
| 340.0 grams | 23 % | |||||
| 386.0 grams | 17 % | |||||
| 397.4 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): ST BF - 01
Test was verified on 6/4/2024 ✔